Numerical Simulation of Water and Sand Blowouts When Penetrating Through Shallow Water Flow Formations in Deep Water Drilling

被引:0
|
作者
REN Shaoran [1 ]
LIU Yanmin [1 ]
GONG Zhiwu [1 ]
YUAN Yujie [2 ]
YU Lu [1 ]
WANG Yanyong [1 ]
XU Yan [1 ]
DENG Junyu [3 ]
机构
[1] School of Petroleum Engineering, ChinaUniversity of Petroleum (East China)
[2] Department of Petroleum Engineering, Curtin University
[3] Research Institute of Engineering Technology, ChinaNational Petroleum Corporation
基金
中央高校基本科研业务费专项资金资助;
关键词
shallow water flow(SWF); deepwater drilling; water blowout; SWF hazards; flow simulation;
D O I
暂无
中图分类号
TE52 [海上油气田钻井工程];
学科分类号
摘要
In this study, we applied a two-phase flow model to simulate water and sand blowout processes when penetrating shallow water flow(SWF) formations during deepwater drilling. We define ‘sand’ as a pseudo-component with high density and viscosity, which can begin to flow with water when a critical pressure difference is attained. We calculated the water and sand blowout rates and analyzed the influencing factors from them, including overpressure of the SWF formation, as well as its zone size, porosity and permeability, and drilling speed(penetration rate). The obtained data can be used for the quantitative assessment of the potential severity of SWF hazards. The results indicate that overpressure of the SWF formation and its zone size have significant effects on SWF blowout. A 10% increase in the SWF formation overpressure can result in a more than 90% increase in the cumulative water blowout and a 150% increase in the sand blowout when a typical SWF sediment is drilled. Along with the conventional methods of well flow and pressure control, chemical plugging, and the application of multi-layer casing, water and sand blowouts can be effectively reduced by increasing the penetration rate. As such, increasing the penetration rate can be a useful measure for controlling SWF hazards during deepwater drilling.
引用
收藏
页码:17 / 24
页数:8
相关论文
共 50 条
  • [21] NUMERICAL SIMULATION OF A WATER FLOW IN A COOLER
    Vins, T.
    Novotny, P.
    EXPERIMENTAL FLUID MECHANICS 2008, PROCEEDINGS, 2008, : 167 - 174
  • [22] Experiments on the flow of sand and water through spigots
    Richards, RH
    Dudley, B
    TRANSACTIONS OF THE AMERICAN INSTITUTE OF MINING AND METALLURGICAL ENGINEERS, 1915, 51 : 398 - 404
  • [23] Numerical simulation of shield underneath passing a river in shallow water-rich sand layer
    He, Qiang
    Jian, Gong
    Ning, Wengxiang
    2020 2ND INTERNATIONAL CONFERENCE ON CIVIL ENGINEERING, ENVIRONMENT RESOURCES AND ENERGY MATERIALS, 2021, 634
  • [24] The numerical simulation of the average reverberation intensities in shallow water
    JIN Guoliang and ZHANG Renhe(Shanghai Acoustics Laboratory
    ChineseJournalofAcoustics, 1990, (01) : 36 - 44
  • [25] Numerical Simulation of the Shallow Water Tides in Bohai Sea
    Liu, Hao
    Zhang, Zhikang
    Kang, Hongxuan
    Yin, Baoshu
    2019 5TH INTERNATIONAL CONFERENCE ON GREEN MATERIALS AND ENVIRONMENTAL ENGINEERING, 2020, 453
  • [26] Experimental and numerical investigation of the gap flow between a pusher and a barge in deep and shallow water
    Zentari, Lahbib
    Toedter, Simon
    el Moctar, Ould
    Neugebauer, Jens
    Schellin, Thomas E.
    APPLIED OCEAN RESEARCH, 2023, 132
  • [27] Numerical Simulation on Oil-Water Annular Flow through the Π Bend
    Jiang, Fan
    Wang, Yijun
    Ou, Jiajie
    Xiao, Zhongmin
    INDUSTRIAL & ENGINEERING CHEMISTRY RESEARCH, 2014, 53 (19) : 8235 - 8244
  • [28] Numerical simulation of 2-D shallow-water flow on irregular grids
    Chen, Zu-Hua
    Lai, Guan-Wen
    Wang, Guang-Qian
    Wang, Zhi-Shi
    Shuikexue Jinzhan/Advances in Water Science, 2002, 13 (06): : 657 - 664
  • [29] Numerical simulation of experimental gravity-driven unstable flow in water repellent sand
    Nieber, JL
    Bauters, TWJ
    Steenhuis, TS
    Parlange, JY
    JOURNAL OF HYDROLOGY, 2000, 231 : 295 - 307
  • [30] Two dimensional shallow water flow through a valley
    Egger, J
    METEOROLOGISCHE ZEITSCHRIFT, 2004, 13 (01) : 39 - 47